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Effects of process conditions in submerged ultrafiltration for refinery wastewater treatment: optimization of operating process by response surface methodology

Yuliwati, Erna and Ismail, Ahmad Fauzi and Lau, Woei Jye and Ng, Be Cheer and Mataram, A. and Kassim, Mohd. Azraai (2011) Effects of process conditions in submerged ultrafiltration for refinery wastewater treatment: optimization of operating process by response surface methodology. Desalination, 287 . pp. 350-361. ISSN 0011-9164

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Official URL: http://dx.doi.org/10.1016/j.desal.2011.08.051

Abstract

The influence of air bubble flow rate (ABFR), hydraulic retention time (HRT), mixed liquor suspended solid (MLSS) concentration, and pH on the performances of modified polyvinylidene fluoride (PVDF) was investigated in submerged membrane ultrafiltration (SMUF).The refinery wastewater process was conducted using an experimental set-up consisted of an SMUF reservoir, a circulation pump, and an aerator. For SMUF, operated at vacuum pressure, deposition and accumulation of suspended solids on membrane surface were prohibited with continuous aeration. The process performance was measured in terms of the membrane water flux and chemical oxygen demand (COD) removal efficiency. The air bubbles flow rate was controlled at 1.2-3.0mL/min while HRT was manipulated in the range of 120-300min. MLSS and pH solution were controlled at 4.5g/L and 6.5, respectively. Results from response surface methodology (RSM) have demonstrated the improvement in water flux and COD removal, achieving 145.7L/m2h and 90.8%, respectively. By using pH at 6.50, the optimized conditions achieved for refinery wastewater treatment were 2.25mL/min, 276.93min, 4.50g/L for ABFR, HRT and MLSS concentration, respectively.

Item Type:Article
Uncontrolled Keywords:refinery wastewater, submerged membrane, RSM, air bubble flow rate, HRT
Subjects:Q Science > QD Chemistry
Divisions:Chemical and Energy Engineering
ID Code:29058
Deposited By: Yanti Mohd Shah
Deposited On:21 Feb 2013 08:11
Last Modified:05 Mar 2019 01:34

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